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本文根据钢纤维砼节点在低周反复荷载作用下的试验资料,论证了钢纤维砼框架节点良好的抗震性能。文中提出的钢纤维砼节点的抗剪强度计算公式可供设计参考。
In this paper, according to the experimental data of steel fiber reinforced concrete joints under low cyclic loading, the good seismic performance of steel fiber reinforced concrete frame joints is demonstrated. The calculation formula of the shear strength of the steel fiber concrete joint proposed in the paper can be used for design reference.